The URL can be used to link to this page

Permit Addition Garage/guest quaters 1739 Beach Ave 2012 10 j CITY OF ATLANTIC BEAC 1 s) 800 SEMINOLE ROAD 7 "' " ATLANTIC BEACH, FL 32233 ;, :y INSPECTION PHONE LINE 247 -5814 Application Number 12- 00000178 Date 5/01/12 Property Address 1739 BEACH AVE Application type description RESIDENTIAL ADDITION Property Zoning TO BE UPDATED Application valuation . . . 230000 Application desc GARAGE ADDITION WITH GUEST QUARTERS Owner Contractor HADLOW, NANCY MORALES CONSTRUCTION CO., INC. 1739 BEACH AVENUE 6950 PHILLIPS HWY, SUITE 15 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 296 -9559 - -- Structure Information 000 000 NEW GARAGE WITH GUEST QUARTERS Construction Type TYPE 5 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit PLUMBING PERMIT Additional desc . PLUBING FOR ADDITION 4 Permit Fee . . . 83.00 Plan Check Fee .00 Issue Date Valuation . . . . 0 Expiration Date . . 10/28/12 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONA1 ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS MINOR ALTERATIONS (INTERIOR RECONFIGURATION) TO PLANS APPROVED BY CDD SONYA DOERR, AICP ON 09/10/2009 AS PART OF RESIDENTIAL RENOVATION. All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right -of -way. Roll off container company must be on City approved list and container cannot be placed on City right -of -way. Full right -of -way restoration, including sod, is required. Contact Public Works (247 -5834) for Erosion and Sediment PERMIT IsChwitured cdasprextteraaNprImil Agt aftwoltATIANIIVINWPattlANACES AND THE FLORIDA BUILDING CODES. d '; X r j`fl k \� CITY OF ATLANTIC BEACH sl i 800 SEMINOLE ROAD ,.. �° " ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 Application Number Page 2 A PP • . . . . 12- 00000178 Date 5/01/12 Special Notes and Comments Grass pavers must be installed over crushed aggregate (e.g. #8 stone), not sand. Other Fees STATE PLBG DCA SURCHARGE 2.00 STATE PLBG DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due Permit Fee Total 83.00 83.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.00 4.00 .00 .00 Grand Total 87.00 87.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph (904 247 -5826 Fax (904) 247 -5845 JOB ADDRESS: 1 1 7,E S gel?? , . c PERMIT # // 0 o boo prr NEW OR REPLACEMENT INSTALLATION: Project Value $ TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank & Pit Clothes Washer Shower Dishwasher Shower Pan / Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory / Water Heater Other Fixtures / Water Treating System RE -PIPE: TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank & Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Other Fixtures Water Heater Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor (Trap) gallons (Requires 3 sets of plans) ❑ Lawn Sprinkler System- Number of Heads ❑ Well * * ** SJRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection. ** ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name C /r n ,,, .� Ka f Phone Number Plumbing Company c ',,rt, r (,., Office Phone 3 Y Y / o 5 Fax 3 1 .-- / --- Y/ y 51 . Co. Address: 2 3 / [, o ti 1 City strs.t State <e--l_ Zip g zti i 1 . 1 License Holder (Print): .r-rL 7/, m State Certification/Registration # ece trs t-t 00.--- Notari ed Si natur�n r ; �� P 'If c_f �e Holler (s{" 4/14 DEBORAH AMANDA WHITE i,. •� , M YCOMMISSION#EE057349 worn and subscribed before m- this day of 20 /.L ' y`hp- EXPIRES: Bawled Thru NNotarY P u t r� a erw Signature of Notary Public .1 `� CITY OF ATLANTIC BEACH - 800 SEMINOLE ROAD t Ara J . ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 ��JF3 !* Application Number 12- 00000178 Date 3/16/12 Property Address 1739 BEACH AVE Application type description RESIDENTIAL ADDITION Property Zoning TO BE UPDATED Application valuation . . . 230000 Application desc GARAGE ADDITION WITH GUEST QUARTERS Owner Contractor HADLOW, NANCY MORALES CONSTRUCTION CO., INC. 1739 BEACH AVENUE 6950 PHILLIPS HWY, SUITE 15 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 296 -9559 - -- Structure Information 000 000 NEW GARAGE WITH GUEST QUARTERS Construction Type . . . . . TYPE 5 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit RESIDENTIAL ADDITION Additional desc . GARAGE WITH GUEST QUARTERS Permit Fee . . . 870.00 Plan Check Fee . . 435.00 Issue Date . . . 3/15/12 Valuation . . . . 230000 Expiration Date . 9/11/12 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONA1 ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS MINOR ALTERATIONS (INTERIOR RECONFIGURATION) TO PLANS APPROVED BY CDD SONYA DOERR, AICP ON 09/10/2009 AS PART OF RESIDENTIAL RENOVATION. All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right -of -way. Roll off container company must be on City approved list and container cannot be placed on City right -of -way. Full right -of -way restoration, including sod, is required. Contact Public Works (247 -5834) for Erosion and Sediment PERMIT ISCA OP4WiR 4 NPLr J Acp, Cri IIAR NfiP' 6 T CES AND THE FLORIDA BUILDING CODES. .. },.Lys, '''s , � CITY OF ATLANTIC BEACH —' s f 800 SEMINOLE ROAD j �� :--r: ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 N �� Page 2 Application Number 12- 00000178 Date 3/16/12 Special Notes and Comments Grass pavers must be installed over crushed aggregate (e.g. #8 stone), not sand. Other Fees STATE DCA SURCHARGE 13.05 DEV REVIEW - SINGLE & 2 -FAM 50.00 ENG REV RESIDENTIAL BLD 100.00 STATE DBPR SURCHARGE 13.05 UTIL REV PRE APP >3 HRS 50.00 Fee summary Charged Paid Credited Due Permit Fee Total 870.00 870.00 .00 .00 Plan Check Total 435.00 435.00 .00 .00 Other Fee Total 226.10 226.10 .00 .00 Grand Total 1531.10 1531.10 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 1.41..1, City of Atlantic Beach APPLICATION NUMBER ji r �� Building Department (To be assigned by the Building Department.) 800 Seminole Road / (1 / 78 � . , - 4 • Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 • Fax (904) 247 -5845 ;( ,// ,;( 3 � E -mail: building- dept @coab.us Date routed: City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /7_;79 fidel/ /TV epartment review required Yes No / � Building.. -.._ _ _ Applicant: `- 7� ' �D,eQ 1�.5 ( • firming & Zoni0g� Tree_A_dministrator Project: /1/0 /:&/1c/ f x )57 L 7/`J 9 Public Works) ,, / - >Pu`6ic Utilities E c, G��C'a — /1/ J) e 9 P ubl i c Safety ‹/ - (ii L' r055 Fire Services e/9(w /1 1 )— V a- d,..- ) r L c7 / Review fee $ .' ' ©ept Stgnatufe:' ,. V Other Agency Review oq Review or Receip Date Oh A Ri or Permit Required of Permit Verified By Florida Dept. of Environmental Protection 97,1 J Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers & Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: 2.- TREE ADMIN. Second Review: Approved as revised. ❑De T/ . � ORKS omments: P : LI T ITIE PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 BUILDING PERMIT APPLICATION aa .... ` 1 CITY OF ATLANTIC BEACH P s o L\ 800 Seminole Road, Atlantic Beach, FL 32233 Q 0 Office (904) 247 -5826 Fax (904) 247 -5845 Job Address: 17 3? (3 t, 4Ve • Permit Number: 41 ' ©/ 7 Legal Description /5 0 LS Z • 5 -17 •"J 4/104( Aac.l. *:// 47 Parcel # Floor Area of Sq.Ft. Sq.Ft Valuation of Work $ Proposed Work heated /cooled 1 1111 1 k non- heated /cooled /6V(0 �.�c�,DOU . g3y Class of Work (circle one): N ew Addition Alteration Repair Move Demolition pool/spa window /door Use of existing /proposed structure(s) (circle one): Commercial �esidentia If an existing structure, is a fire sprinkler system installed? (Circle one): Yes o N /A Florida Product Approval # <� rtAz.'V) For multiple products use product approval form Describe in detail the type of work to be performed: 4 i -cit) � / `tA'`� ,e - u i (1 /i 41,./ 7 411•00 Property Owner Information: Name: S,' i"( debt, l -s Address: 1 Ort, 91vd City Vigo State FE-Zip 3 2 . 2)0 Phone E -Mail or Fax # (Optional) Contractor Information: ©©.� Company Name: J! (o #U ; „,„� (a. .. Agent: H ` /J 7-Ti Address: 4(i 5 4 ‘// f tv y 15 City TO)c State FL Zip 3 z L Office Phone jb 95 Job Site/ Contact Number Fax # 2 P6 J 5 State Certification/Registration # t 0 Y 0 &Iry Architect Name & Phone # a c" St, Nu L' r- /6.sce_ . 3:k7-6 %/O , """"^'-'-. " Engineer's Name & Phone # /146-4-it ri c,d.p,., 7 5, r t:. `7`l 3 - th 33 Fee Simple Title Holder Name and Address Alf a " . 1 - -, FILE Bonding Company Name and Address 14. , Mortgage Lender Name and Address 4- Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six 16) months at any time after work is commenced. 1 understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal, state, or local law regulating construction or the performance of construction. Signature of Owner 1 -77 Signature of Contractor 4 Print Name EC..e5Le c V r C j_e wt .nk Print Name 6 • m /i 1 Sworn to and subsc ibed before me Sworn t and subscribed .efore me this /C Day of \ _ : , A, - a this /0 of _ =.A_ -= _ 20 . • L G F F BREWS \ _ i _ f r'�'7y . L t !L J . t L i� � , � i�. � � ". ': Ike =r.. r� ads TE • \�`; •L, Notary Public r: , • My Comm. Expires Fah 28, 2015 Notary "`•• '" ,a l`» My Comm. Expires Feb 28, 2015 ' � Y Commission # EE 50126 • l O1 '' ��P ' O ;� :��.. Bonded Through National Notary Assn. %N�'•.,' * ; o.'f F`�� tee: Commission Bonded Through Na ro a NAPIA1 s ri. 1. 1 0 �,�� DON NOT ValITE BELOW - OFFICE TiJSE ONLY Dplica.le Codes: 2007 Florida Building o• e w 2009 Revisions eview Result (circle one): pp roved Disapproved Approved w/ Conditions .eview Initials/Date: me / a -/ 3 -i,2 evelopment Size [abitable Space ?3 9.5e Non- Habitable mpervious area ; adonLD CALDDPR$ discelaneou Tnformatiol )ccupancy Group ` ' S Cycle of Construction Number of Stories �. honing District qax. Occupancy Load . . ire Sprinklers Required Flood Zone X Conditions /Comments: S'o. 7 y" itYN s lo o it l I sr • Y S P d v•\ Wt S 4"` S ?oft tl 'R (3 iUt G1 [VGSS' vca ►-r. e, • _ a , v p be � r . r �r ' FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name. Clements Detached Garage Builder Name. Street: 1739 Beach Ave Permit Office: Atlantic Beach City, State, Zip: Atlantic Beach , FL , Permit Number: Owner Jurisdiction: 261100 Design Location: FL, Jacksonville 1. New construction or existing New (From Plans) 9. Wall Types(1100.0 sqft.) Insulation Area 2. Single family or multiple family Single - family a. Frame Wood, Exterior R =19.0 1100.00 ft b. N/A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 1 d. N/A R= ft 5. Is this a worst case? No 10. Ceiling Types (967.0 sqft.) Insulation Area 6. Conditioned floor area (ft 834 a. Under Attic (Unvented) R =1.0 967.00 ft b. N/A R= ft 7 Windows(119.2 sqft.) Description Area c. N/A R= ft a. U- Factor: Dbl, U =0.35 119.17 ft SHGC: SHGC =0.35 11. Ducts b. U- Factor: N/A ft' a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 108.42 ft SHGC: 12. Cooling systems c. U- Factor: N/A ft2 a. Central Unit Cap: 18.0 kBtu /hr SHGC: SEER: 13 d. U-Factor: N/A ft' 13. Heating systems SHGC: a. Electric Heat Pump Cap: 18.0 kBtu/hr e. U- Factor: N/A ft' HSPF: 7.7 SHGC: 14. Hot water systems 8. Floor Types (834.0 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Floor over Garage R =19.0 834.00 ft2 EF: 0.92 b. N/A R= ft' b. Conservation features c. N/A R= ft' None 15. Credits None Total As -Built Modified Loads: 23.00 Glass /Floor Area: 0.143 PASS Total Baseline Loads: 29.20 I hereby certify that the plans and specifications covered by Review of the plans and '� -ME STA .. et - this calculation are in compliance with the Florida Energy specifications covered by this o ,€ p Code. calculation indicates compliance r„ ''j • f o '° 1 , . � Ryan B. Ellis with the Florida Energy Code. h F, A NIK : ,, O PREPARED BY: �/ Before construction is completed 1 u 1/25/12 th is building will be inspected for cc , i DATE: 9 P 0 ;,,... .., compliance with Section 553.908 Florida Statutes. 1' - -' �, / I hereby certify that this building, as designed, is in compliance _ .� with the Florida Energy Code. O w t" '. >0 "' OWNER /AGENT: 2' avea,(es BUILDING OFFICIAL: 01 9" DATE: _ a 1 /O /Z. -- DATE: ✓ ✓✓ o7-/ 7 'Z t ' I. ,.4 FILE COP lu�lhi4.A+.NIIR' +A : .lfiP.. ,..tl.. x+.11.6.4.1 4.4.4 1/25/2012 4:42 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: Clements Detached Garage Bedrooms: 1 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 834 Lot # Owner: Total Stories: 2 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1739 Beach Ave Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City, State, Zip: Atlantic Beach , Family Type: Single - family FL , New /Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Jacksonville FL_JACKSONVILLE_INT 2 32 93 75 70 1281 49 Medium FLOORS ✓ # Floor Type R -Value Area Tile Wood Carpet 1 Floor over Garage 834 ft' 19 0 0 1 ROOF V Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Composition shingles 966 ft' 0 ft Medium 0.96 No 19 30.3 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 834 ft' N N CEILING ✓ # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Unvented) 1 967 ft 0.11 Wood WALLS Cavity Sheathing Framing Solar # Ornt Adjacent To Wall Type R -Value Area R -Value Fraction Absor. 1 E Exterior Frame - Wood 19 286 ft 0.23 0.75 2 N Exterior Frame - Wood 19 264 ft 0.23 0.75 3 W Exterior Frame - Wood 19 286 ft' 0.23 0.75 4 S Exterior Frame - Wood 19 264 ft' 0.23 0.75 1/25/2012 4:42 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 DOORS V # Ornt Door Type Storms U -Value Area 1 E Wood None 0.460000 10.80000 2 E Wood None 0.460000 10.80000 3 W Wood None 0.460000 9.449999 4 W Wood None 0.460000 9.449999 5 S Wood None 0.460000 21 ft WINDOWS Orientation shown is the entered, asBuilt orientation. V Overhang # Omt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 E Metal Low -E Double Yes 0.35 0.35 N 26.51999 5 ft 0 in 2 ft 0 in HERS 2006 None 2 E Metal Low -E Double Yes 0.35 0.35 N 21.60000 5 ft 0 in 2 ft 0 in HERS 2006 None 3 W Metal Low -E Double Yes 0.35 0.35 N 28 ft 2 ft 0 in 2 ft 0 in HERS 2006 None 4 W Metal Low -E Double Yes 0.35 0.35 N 18.89999 2 ft 0 in 2 ft 0 in HERS 2006 None 5 S Metal Low -E Double Yes 0.35 0.35 N 9.659998 2 ft 0 in 2 ft 0 in HERS 2006 None 6 N Metal Low -E Double Yes 0.35 0.35 N 14.48999 2 ft 0 in 2 ft 0 in HERS 2006 None INFILTRATION & VENTING - - -- Forced Ventilation - - -- Run Time Fan V Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 788 5.15 43.2 81.3 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 834 ft 0 ft 100.6 ft 9.6 ft 0 COOLING SYSTEM ✓ # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 13 18 kBtu /hr 540 cfm 0.75 sys#0 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 7.7 18 kBtu /hr sys#0 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 40 gal 120 deg None 1/25/2012 4:42 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft DUCTS V - - -- Supply - -- Return - -- Air Percent # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Interior 6 108.42 Interior 41.7 ft Default Leakage Interior (Default) (Default) % TEMPERATURES Programable Thermostat: None [[ ]] Mar [X [ ] ll�nl Ceiling Fans: Pun Venting [X] ]] Jan X Feb [X] ri May 1X� Jun 1X� Jul rX� Aug IX� Sep lx Oct X Nov [ X Dec Venting X Jan X Feb [X Mar Apr Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) PM 68 68 68 68 6 68 68 68 68 68 68 68 1/25/2012 4:42 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A -08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1739 Beach Ave PERMIT #: Atlantic Beach, FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. x Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. x EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2 Penetrations /openings > 1/8" sealed unless backed by truss or joint members. x EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings NI106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. X EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures NI106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from x insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses NI 106.AB.1.2 Air barrier on perimeter of floor cavity between floors. x Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space X heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) x must be provided. External or built -in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per X minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in X accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls NI 107.AB.2 Separate readily accessible manual or automatic thermostat for x each system. Insulation NI104.AB.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both x N1102.B.1.1 sides. Common ceiling & floors R -11. 1/25/2012 4:42 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 79 The lower the EnergyPerformance Index, the more efficient the home. 1739 Beach Ave, Atlantic Beach, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single - family a Frame - Wood, Exterior R =19.0 1100.00 ft b. N/A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 1 d. N/A R= ft 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft 834 a. Under Attic (Unvented) R =1.0 967.00 ft' b. N/A R= ft 7. Windows ** Description Area c. N/A R= ft a. U- Factor: Dbl, U =0.35 119.17 ft' SHGC: SHGC =0.35 11. Ducts b. U- Factor: N/A ft' a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 108.42 ft SHGC: 12. Cooling systems c. U- Factor: N/A ft' a. Central Unit Cap: 18.0 kBtu/hr SHGC: SEER: 13 d. U- Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 18.0 kBtu /hr e. U-Factor: N/A ft' HSPF: 7.7 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Floor over Garage R =19.0 834.00 ft EF: 0.92 b. N/A R= AZ b. Conservation features c. N/A R= ft2 None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building 4 ,0. ,t1-1E sT Construction through the above energy saving features which will be installed (or exceeded) ' 0.1/4 , . 1 ? � in this home before final inspection. Otherwise, a new EPL Display Card will be completed z �47. ,, � .; based on installed Code compliant f ure . f " ',, ` .. s .. a Builder Signature: Date: 1141114.... , 0.. A' Address of New Home: f i <,,c / City /FL Zip: ,,A x4 � z4 -< cic,t¢ *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Project Summary Job: 4 Wrl htsoft` Date: 1/25/12 9 Entire House By: M. Ellis Energy Design Systems, Inc. Project Information For: Clements Detached Garage 1739 Beach Ave, Atlantic Beach, FL Notes: Front door faces East. Desi • n Information Weather: Jacksonville, Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 94 °F Inside db 74 °F Inside db 74 °F Design TD 42 °F Design TD 20 °F Daily range M Relative humidity 50 % Moisture difference 51 gr /Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 12802 Btuh Structure 10951 Btuh Ducts 1606 Btuh Ducts 2085 Btuh Central vent (5 cfm) 212 Btuh Central vent (5 cfm) 101 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 14620 Btuh Use manufacturer's data n Rate /swing multiplier 0.99 Infiltration Equipment sensible load 13005 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1700 Btuh Ducts 464 Btuh Heating Cooling Central vent (5 cfm) 159 Btuh Area (ft 834 834 Equipment latent load 2323 Btuh Volume (ft 9174 9174 Air changes /hour 0.61 0.32 Equipment total load 15329 Btuh Equiv. AVF (cfm) 93 49 Req. total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond Coil Efficiency 0 HSPF Efficiency 0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47 °F Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 582 cfm Actual air flow 582 cfm Air flow factor 0.040 cfm /Btuh Air flow factor 0.045 cfm /Btuh Static pressure 0.00 in H2O Static pressure 0.00 in H2O Space thermostat Load sensible heat ratio 0.85 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. - --1114- wrightsoft Right -Suite Residential 6.0.119 RSR29784 2012 - Jan -25 16:42:48 ACA E: \EDS \Current \Residential Manual J \Clements Detached Garage, 1739 Beach Ave, All Bch.« p Calc = Page 1 It rqp + (0 C :. r + ` 8 +.• o 00 (` 03 00 C4-0 O # ' a ' t Y ® j o } . ∎ c X M E E a`� a) co 7 11016i ca X u , m E 1 c� e- O cn (3) .c c N s . ..a.1 i- , w X al O O 6 _ C C t a) co >< 0 o > - C a) (t3 0 N - O o c . 2 c C E Ur c) 4 O 2 N iii a) w L E 0 • 2 ft, J o U CV O N. O > co m in . � (n a) N I- Z O (n _ a) °) c _ ) o) a, a) ai o E Q • � c ow +t`o�°)a`)inL E a) ) a) ) C Qi • y U M -- Q- , .O gi N y6 = N' n) E to C 'C N N L L .n (/) *CO M C 7 a) a) 2 CI (6 J 0 0 N O C C E Q a t o a) a) x °- 2" M a Q M (n 92 3 0 ( I I o o _ ai Y Fo . _ 3 m 03 a) E Q a= -°— x m E• E a) a3 a J a g _oOx E EIA S-u= �,O a 0 Ic7 c O O 0 0� J Q. _c LL. u= L C 1 Z 0 O N •` 1--/ L 0 = v) 0 0 o D a J 0 O E C` - a L c r,3 0 4 _, ca D 0 I U CO 0 Ce ti 1 O 0 ° z 1 N I o L W 0 > O to 2 CD CD 0 m t 4- - o V = c N = N O C • CO c = m Q E rn as N 2 0 ti I o •• NI 2 ? as d 0 __1 Z > c Q O s''' v 0 co 0 c e 0 0 -0 0 a Q. a N L o a a , o �, O 0 t7? U O to c co U �O C Q io� C c ~' Cr) C O D E N ' B O • R K •C U = C •'C 0 U w ( n (7) ( 9 ) ) c < O � (n = n. Q CV M 1 6 m I N M Lri O V L() co x O E O co E M x • W v W N E N co t >- = (n } - U) N rn Q N bp Q O= _c O= .,— .c z= Eo • z= �'3 N L s ) co c n N Lo x (r) >� (o , a) >� co m Q _ rn (0 to x Q = to to i? Q cn E O . c p } i b E 0 .c 0 a) co > + No z co U ti U N C L a) U) U) U3 C L a) V) uj C as C N Ul C (G C N (1) 1 r] L L co U) a) L L w 0 0 ' N x (n 0 0 '� N x 0 Q _ O N O >> c E to > O c E F- m . I Q = fl- Q- QU>.c E Qn.Q_ m _c Lo 1 1 w 1 QQ 0O(•1 �QQ500° I U) N - 0 L C .) CO Q _ a) CV CNI (6 c O C C ~ -0 a) a) L E _ E _ n U U) a) cu i . D (6 c - (6 C) N N 0 0 0) a) N a) R, 0 0 E ° E �� -0 E 73 E m a t m o OS p c CC U) U co , *k ,- u) u O L 0 0 w I a) 0 o I I CO � _ t I 1 1 0 c c 11 co co I O 0 L a) 0 0) 0 Y C _ L Y C C L O D L U c 3 > O C U cu O E U CO ' U 0 0 U) • -0 _c N c c E W a) _ c co = c (n a t6 — u) E s ca O X 3 a O ca :a o u_ o ( al m >, p U o iLQaa_ 2 a (n (nw U) 0 C. cn . ci ,- c6.4 ui(flN:ooai ,— ,— 0 c-CACOvui(o -- - - - - - - (D 1" — `� O c5 6 v - u) in v r o c(0 o o O cO 0 D E co ti 10 to `n a) > cC N o = w Z > `n a) N = O yo _ 7 .4=, to 2 << 2 - o Z Z io 0 t t c w N Q n 0 CO n o ., Q to to L Q I 1 a) a) ii e1 U co I 1 to L_ <o .- - o co E I QaQtn_c o o a) v 0) 9 5 c 2 co L tT Q 1 co cn c c 0 CO CC f 1 J 0 a) c 0 To c a) 1 _c = ^` E Q W C (n _C > a) c O E O 2- 1 c c c c 0 0 0 0 0 o Q 0_ 0_ Q m I 1 E E E E Ts in incnin co 0 L_ • N Q O a) 1 c O N 4 L O I 0 L - i.,= 7 U - iii , O a) a) > O c t; a) c 0) c O .? ' Q c . N -a a) to c E m - ' 0) to a) -a a) a) a E ° _c N EI 'O o p m (o • Q-o a) a) U C d - E co n o m c o .c to o ca Q c c c c y > v �- Q u) a) co co L o o a) 0 c co 0 - a) 0 - 0 ) +s -o 0 -0 a) " >. m - a ° ca a E . 0 O _c N cn Y o -- 4- a3 00 O E O O c Q o o o Q '0 o c= O O o O a) o 0 +. 0 to c o o c o C 0 0 5 5 r J U d' (n 0 r U co . 0 0 cr � " + O Q DCC zco 2 u)<co cn � 6 O — N c) , r to cc) I- N M.4 1.6 CD 1-- co O r r c- .– W N M In O r- LL a) D a) = _o U c c .- (0 O U '-• -S--3 u) o . O 2 Q a) s. is a) -0 E c I I a) 3 C1) i 1 � �- 1 a) L a) 1 0 0 .5 u) 1 1 1 - °' yI`I( C N X -0 a) W O - 0 IZ Q) I c N (0 L •T Q a) 2 � Q - o o -- O 1 1 A I o� 1 L [] Q�_ moo 1 To 1 O 0 ( 6 U a) E O •c is Q I IZ I c1 a) o co O O — o c Ts 0 o C . a) 47, � 3 � Q. a) a o 1 o o a) a) *■ 2 I ; TD AD a c x (n W s r d • L 7 ( E O (n j a o cc; L ` — N 'a ` -0 co , _ a ) c , y a te+ U - C Q C >+ Q a) O O t )C N O N L ' 613 U -6 — .1:4 W . >r. U 3) cn • - = C a) (0 s L j — a) 3 U O Q. C i_ C (0 O O N W (B Q> u) O Y Y 4) t? a) _c + � + C i- W c' U U 2 C d woo o Z N e- U ., O p as N c!) 4 6 CO (- 00 O) ,-- 0 N 2 F- ..q a) Q U 0 2 M I A M I DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Teal Cedar Products (1977) Ltd. 17897 Trigg Road Surrey, BC V4N 4m8 Canada SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (in Miami Dade County) and. /or the AHJ (m areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Cedar Shakes & Shingles RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 4. The submitted documentation was reviewed by Frank Zuloaga, RRC 41' Co,. NOA No.: 01- 0327.03 Expiration Date: 01/10/06 r- Approval Date: 01/10/02 ��O Page 1 of 4 ROOFING ASSEMBLY APPROVAL Cateaorv: Roofing Sub- Cate2orv: Wood Shingles and Shakes 1. SCOPE: This approves roofing system using wood shingles and shakes as manufactured by Teal Cedar Products (1977) Ltd. As described in Section 2 of this Notice of Acceptance, designed to comply with The South Florida Building Code, 1994 Edition for Miami -Dade County. 2. PRODUCT DESCRIPTION: Product Dimensions Product Description Certigrade Nominal Length 16 ", 18 ", & 24" Rebutted/Rejionted Shingles Width :Various Certi -Ridge Nominal Length : 18",24" Sawn Handsplit and Resawn Shakes & Width :Various Tapersawn Shake. Certi -Ridge Length :16 ", 18" Sawn Shingles Width :Various Certigrade Shingles Length 16 ", 18 ", & 24 Red Cedar sawn shingles and Hip and (Grade 1 & 2) Width 4 to 4 to 11" Ridge from clear heart wood: 100% edge grain, no defects Certi -Last Shingles Length 16 ", 18 ", & 24 Preservative treated Red Cedar sawn (Grade 1) Width 4 to 4 to 11" shingles made from Certigrade shingles Certi -Cut (Grade 1 & 2) Length 16 ", 18 ", & 24 Red Cedar sawn shingles made from Various Certigrade shingles Certi -Guard (Grade 1) Length 16 ", 18 ", & 24 Fire - retardant treated Red Cedar sawn Width 4 to 4 to 11" shingles made from Certigrade shingles Certi -Split (Grade 1) Length 15 ", 18 ", & 24" Handsplit and Resawn Shakes and Hip Width 4 to 4 to 11" and Ridge from clear heart wood: 20% maximum flat grain Certi -Guard (Grade 1) Length 15 ", 18 ", & 24" Fire- retardant treated Red Cedar shakes Width 4 to 4 to 11" made from Certi -Split shakes Certi -Last (Grade 1) Length 15 ", 18 ", & 24" Preservative treated Red Cedar shakes Width 4 to 4 to 11" made from Certi -Split shakes Certi- groove (Grade 1) Length 15 ", 18 ", & 24" Machine grooved shakes made from Width 4 to 4 to 11" Certi -Split shakes Certi-Sawn (Grade 1) Length 15 ", 18 ", & 24" Taper Sawn Cedar Shakes, 100% clear Width 4 to 4 to 11" face with a maximum 10% flat grain. 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 This Acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.3 Wood shingles and shakes shall not be installed on roof mean heights greater than 33 feet. tit Co, NOA No.: 01- 0327.03 a o Expiration Date: 01/10/06 Approval Date: 01/10/02 Page 2 of 4 Fp`C 4. LABELING: 4.1 Shingle/ Shake bundles shall be labeled with the Miami -Dade Logo or the wording "Miami -Dade County -Dade Product Control Approved" 5. BUILDING PERMIT REQUIREMENTS: 5.1 Application for building permit shall be accompanied by copies of the following: 5.1.1 This Notice of Acceptance, 5.1.2 Any other documents required by Building Official or the Building Code in order to properly evaluate the installation of this system. 6. INSTALLATION: 6.1 Teal Cedar Products (1977) Ltd. Cedar Shakes and Shingles and its components shall be installed in strict compliance with Roofing Application Standard RAS 130. Table 1: FAstener Pull Through Resistance Description Maximum Pull Force (lbs.) Red Cedar Shingles 18" 119 Red Cedar Shakes 24" 124 END OF THIS ACCEPTANCE o r et?", NOA No.: 01- 0327.03 Expiration Date: 01/10/06 Approval Date: 01/10/02 9 4' o Page3of4 EVIDENCE SUBMITTED Test A enc Test Identifier Test Name/Re s ort Date Inchape Testing Services PA 100 -95 488 - 5018 -A 05/27/96 Inchape Testing Services PA 100 -95 488 - 5018 -B 05/27/96 Intertek Testing Services Fastener Pull- Through Resistance 05/29/997 Test 484 -0420 QT Col NOA No.: 01- 0327.03 q qo Expiration Date: 01/10/06 Approval Date: 01/10/02 •y` Page 4 of 4 G P yCsc' ° PAO= W itt I Premium Building Products That Protect Rainproof»40/ Rainproof -b0 High _ . Performance Roof �� s ,M Underlciyment For minimum 2 "/l 2" Roof Pitches DESCRIPTION: laps, position the sheet, even remove and reposition the membrane in case Rainproof High Performance Roof Underlayment is a 40 mil. or 60 of error without struggling with the entire peel and stick adhesive backing. mil. thick, peel and stick, SBS modified, rubberized asphalt sheet water Once positioned along the eave, or aligned on the overlap of the preced- proofing underlayment. the membrane is internally reinforced with a ing roll, lift one end of the membrane and remove or strip the remaining strong non woven polyester fabric. Rainproof has a white reflective top release film out from under the sheet pulling it to one side. Replace the end ping for added footing safety, to assist in heat reduction on the roof deck of the membrane onto the deck and smooth exposed adhesive bottom into and for short -term UV protection. The bottom of the sheet has a removable place. Pull or strip the remaining release film out from under the mem release film for ease of application. Rainproof is specifita!ly manufactured brane by pulling the film low to the deck while another person brooms the for application on low pitched roofs (down to 2712" roof pitches). sheet flat. 2. SUBSTRATE Rainproof can be installed horizontally from the low point of the roof deck Rainproof can be installed on any exterior grade solid sheathing normally in a shingling manner or vertically from the eave. Vertical application or used for roof decking down to 2"/1 2" roof pitches. Care should be taken strapping of the roof with Rainproof is acceptable and may assist in the that all sawdust, dirt and other foreign matter be removed prior to the installation of the waterproofing membrane on high pitch roofs and on application of Rainproof. The deck should be clean, dry and free of gaps high elevations. This procedure can also help eliminate oil canning in metal and sharp edges before the application of the membrane. If the deck can- roof panels. All end laps must be applied in a manner so as to shed water not be cleaned to a new plywood surface or the deck is damp or below down the slope when applying Rainproof vertically. 40 °F, Protecto Wrap #80 Primer should be used prior to the application of the membrane. Another accepted procedure is to pull off 12" to 24" of the full width of the release film and align the roll into the desired position. Press the exposed 3. APPLICATION adhesive bottom firmly onto the roof deck. Begin pulling off the release Nail all metal flashings along and directly on top of the sheathing. There film while walking backwards. The Rainproof roll will follow across the deck are three recommended installation techniques for applying Rainproof as the release film is removed. The membrane should be rolled or hroomed High Performance Roof Underlayment. One procedure is to roll or kick the as the bottom adhesive comes into contact with the deck to insure full membrane out across the deck with the white side up and the release film adhesion to the substrate and to minimize entrapping air beneath the facing down. Position the roll into the desired location by sliding the mem- sheet. brane over the deck, then pull the material tight from each end. The Rainproof should be trimmed flush to the outer edge of all flashing Rainproof offers a unique 2 zip strip on the edges of the bottom release metal. Roll the membrane firmly on top of all flashing metal to gain max - film. The zip strip allows you to remove only 2 of the release film prior imum surface contact to all edges of the roof. If the membrane is damaged to removing the whole release backing. This allows you to align the over- or requires repairing, clean the area and lightly prime the membrane with #80 Primer at least 6" beyond the damaged area. Cut a membrane patch 12. TECHNICAL PROPERTIES /SPECIFICATION and roll firmly. A trowel bead of 1516011 SBS Mastic should be applied to RAINPROOF - 40 RAINPROOF - 60 edges of patch. Color: white top, white top, black bottom black bottom 4. LAPS Thickness: 40 mils ± 5 60 mils ± 5 Overlaps are 2" minimum and end laps are 6" minimum. All laps should be firmly pressed or rolled to insure a positive seal. Tensile strength: 1400 p.s.i. 1400 p.s.i. ASTM D882 -A (reinforcing only) 5. VALLEYS Elongation, ultimate Use a minimum 18" roll of Rainproof centered down the full length of the Failure of SBS mass: 500% min. 500% min. ASTM D412 valley. When using non - preformed or roll valley metal, secure to the 18" valley membrane per code. Overlap the field Rainproof over the valley Pliability: Pass Pass ASTM D146 78A metal or cut the material to the center line of the valley. When using pre- Roll Size: 36" x 75' 36" x 50' formed valley metal, place over the valley underlayment and secure per (225 SF/R1) (150.00 SF /RL) roof material (tile, metal, shingles, etc.) manufacturer's specifications. 13. CODE EVALUATIONS 6. STACKS ICC Evaluation Service ESR 1557 Stacks and openings in the roof should be detailed in accordance with local Miami -Dade County Product Control Approved #06- 0605.01 building codes and the National Tile Roofing Manufacturer's Association Copies of individual test results are available upon request. guidelines. 7. FASTENERS Nails or screws can be used to fasten the roof tile, shingles or metal roof system through the membrane. Rainproof is self sealing around the fas- DISCLAIMER: The Product Technical Data set forth above should not be construed so as to create teners. Rainproof is fully self adhering to the roof deck and does not any type of express or implied warranty in products sold by Protecto Wrap Company. The tech - require fasteners to hold the membrane in place. nical figures are merely average test values. 8. PLASTIC ROOF CEMENT It is not necessary to use plastic roof cement in conjunction with Rainproof High Performance Underlayment at end laps, metal flashing edges, around fasteners or battens. Plastic roof cement is not compatible with and will not adhere to Rainproof. Where mastic is necessary (patches, etc.), use an acceptable SBS mastic (JS160H SBS Mastic). 9. UV EXPOSURE Rainproof has a reflective fabric on the face for footing safety and added UV stability. Rainproof can be left exposed for up to 90 days. 10. STORAGE Rainproof should be stored in a dry, well - ventilated area out of direct sun- light between 50° F and 90° F. Do not double stack pallets. Do not store rolls on end. Do not remove from box until ready to use. • 11. RE ROOFING a When re- roofing over existing Rainproof, it is not necessary to remove the original layer of Rainproof underlayment. Make sure the existing mem- brane is tight to the deck and the deck is clean, dry and free of any sharp or foreign materials. Any loose membrane should be removed. Apply the Premium Building Products second layer of Rainproof per above application instructions. That Protect PROTECTO WRAP COMPANY 1955 South Cherokee Denver, Colorado 80223 (303) 777-3001 Fax (303) 777-9273 1- 800 -759 -9727 www.protectowrap.com RP 40/60 Rev 11/06 H 0 N - Q0 o= - 0D ww- k- w wO wW ww J 0 0 00 L c w n c w n cc wo 1— c w n c w n z a_ Q Q I- o o rfi 4 in 6 r ao 6 W 0 > w O m W �Q o W z W Zm D O0� D c fl W 0 0 _u-L- t z (/) LW`' Ow M w O 0_ J U Z O N? 't LC? L i > I w U Z I p 0 , Z 0 0 I W Z m Z w 0 L`0< Uw I w0 m Z W — Z wig gm ^ w Z o_ dm CJ Z°10 a J � n W O I- X x (i U o } ?0 00W0 wa �xQ� I Li x 00 0 z z O O�xwiri W = Z = J O 0 �w 00�� = w 0 O 0 m n- 0 20Q _ Q 0 m w �� z z 0 w i� Q Q W 00 Q t l ' OHw °QQm U z 7) 7) — c in 1— I— w v _ - i_wwwow m w 0 0 0 0 CC Y ZOCO5O0 O L @ © � JZO�wO- 0 W C,fL(nWWW�a = I I ° 0 . c•! rri 4 Lri J 0 0 N 0 Q F- 0 n W Z , Li Z p U U w :J E O ° O Z O W 0 uW Q C 00D� j� w � (n LW d = J — O Q Q H J Q — X N 2 3 0 Q° Z 2� < Q LZi WZ� 1 _i Zx �,. ,.,720 S Q* up sz -- • --- ots -- \ --, cn p S13H1O A9 1Sd IOj S S m r 1 , 4 11 i. �II� 1 `.1 .4Z 4.4.9 —.. CO ril V ^ REVIEWED ❑ REVISE AND RESUBMIT H Grl J Q w D ❑ REJECTED ❑ FURNISH AS CORRECTED W N C'3 ¢ z a W o w 0 = 2 Corrections or comments made on the shop drawings �‹ < .w • c w m m w 0 o 5during this review do not relieve contractor from F"'1 r- W N w ? o o m z ° com liance with requirements of the drawings and w a `� w o a o w > ' specifications. This check is only tor review of general r , o z 0 w u m �, u, w ¢ a , o conformance with the design concept of the project and w C. Z r Q a W general compliance with the inforn.,ation given in the W Z o w a w o z m contract documents. The contractor is responsible for W U w 2 o a LL 0 2 Q a 2 w Q , N g a confirming and correlating all quantities and dimensions, c c OLUOD F vi g a w r y o selecting f processes and techniques of O F w 0 w w w z co o N construction; coordinating his wry , r that of all other W Z QZ H Z z o Z O t u, o w m Z m N - 6 trades; and performing his work , 3,,d r4 . .4 E:+ w Q w w o�_ a) 3 E E E -o o T m a » o satisfactory manner. 0 . w w? z q° o z¢ 3 d 3 j E - ATLANTIC ENGINEERING SE ! Z W N =J W W cic m oo m >.c wmcneCm wD 0- 9)-)000 ao� P at I 1L By z 1.11 zuc P 1 1 l a I II I , i. o m ' re G ti ,„L Z l1L 1 - .AZ£ ' .- 8.9 .9 - ITW Building Components Group, Inc. � �" r 1950 Marley Drive Haines City, FL 33844 .. Florida Engineering Certificate of Authorization Number: 0 278 ' • �`�� N �• Florida Certificate of Product Approval # FL1999 ; • ''•. Page 1 of 1 Document ID:1UJ2235- Z0126130956 ' •'. No 22839 Truss Fabricator: Lumber Unlimited * L S Job Identification: 27261- (MORALES )1739 BEACH AVE. DUVAL -- ATLANTIC BEACH, FL 7'., ' fi,E6 .173¢ SE' H AV Truss Count: 5 _ : VV • � Model Code: Florida Building Code 2007 and 2009 Supplement pV`•••. ORO . 'r• Truss Criteria: FBC2007Res /TPI -2002 (STD) A •'•x .••••' Engineering Software: Alpine Software, Version 10.02. U'k,NALtW.F Structural Engineer of Record: The identity of the structural FOR did not exist as of Address: the seal date per section 61G15- 31.003(5a) of the FAC 01/26/2012 Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration Floor - 55.0 PSF @ 1.00 Duration Wind - 120 MPH ASCE 7 -05 -Closed Notes: 1. Determination as to the suitability of these truss components for the WalterP.Finn structure is the responsibility of the building designer /engineer of -Truss Design Engineer- record, as defined in ANSI /TPI 1 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing.. Haines City, FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Lumber Unlimited for the above referenced job identification. Loads applied by non -truss elements and basic load parameters are to be reviewed and approved by the FOR /building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR235 Details: STRBRIBR-Al201505 # Ref Description Drawing# Date 1 69754 - -F01 12026001 01/26/12 2 69755--Al 12026002 01/26/12 3 69756--A2 12026003 01/26/12 4 69757- -B3 12026004 01/26/12 5 69758- -B4 12026005 01/26/12 J. y � LO N p. O i - w O iD N O) N to 1 VI - l 0 (0 o N LL O L) O LP N -. O- O) M - — 3 rn N M , r-1 \ Ch N LC) O N CO LO O_ ' o - 0 O CO - ' II . M z rJ w = N N N .--I O r CC t) CO £ C x Z w w Z E LL ` u F- CO U U.- I 3 I O' O w W N W Q ce U W CC CL' • L CX 0 M = ✓) w '7 •• = CO CO n Z N L C W w w w W w w O Z 4-- O ( n N N N fn o L o_ O_ O_ O_ o_ b Cl ! O O O O O p0 O N N N o O Cl., r,,, \ O O Ln O In � � T III 1 n c, N 1 W Lf, N 1 II c r C F- X a cC o X O U is C1 Q co O . J J J J J W w N \ 111 J _J C] O J �- a cc CU o ` .N ° V I x w 1 1- O7 03 1- O N v v o, u) .__i E a 0 L LL a ... v L U Y O N w n o ° ICI Ii O CC v/ X Q N..... N c b Cz T Z a �Q X • :GO 1 L r, row C' :Z '* W � . Q M - N 0 C U III c E � , V �. 1 O E O V "! 0 E t xi- Ii�•0 \/. MJ 4- L w0 •• N • • O U C CA 0 = 2 CO �1 HI .O ... ��• `1 . X - 0 M N N_p • �� L C1 ,_ c _ Em ~ Q ~ u o CL M . �" N Ov / M CO N O CD X N n M C‘. L o cs N > CL) I- O o ,� _ O te e° • :i II = 2 X m LL W M III ,4 CO M a M ^ J a III 1.6 • o, r4 -0 o L X 3 ro u CO • N z - V - J 4-- O. III E ' ^ . Q O O N <- > 4- 4-- ' I > 3 = - a C] O L X Q LL o v 3 111 / °' w - 3 X I\ X Q ro w - r_ s ^ - ��M a eo o �., a_ LO m > N III N Q C.1 0 ` LA th r I /. X 3 O e m CL Cr v >, LC) L G O, N CO I- LD Q C [h r Q N NN(")N I co ' III 0 t9 ti 4k1: X J Y ll") ^ N v M W O_ o_ C L I n C X -11 O N V 41 1 M N V1 NNN U a-- G .70 W N a X r > O Wit J N N NJ a! 0 N CL n3 a X X X E 0 3 E O D vv' v 0 VU O C C .--• aD ' • L L •' E I fL�' .-. t t 3 a) u E � .. H T u u CO ai m , I m N 0 4J F N O O K a) L 0 J ".. I- CO • • C, I- Z O- LC) CO LC) N 0 0 cc Ls- r-1 Lo N at \ N I 'n t0 t0 ON W 7-1 I1) N N r+ 0- 0) M 1- 1. r-1 3 0) N M 1 r--L m 0) N m • LI) O N CO (0 0_ •7 o O 01 11 M 0 LL O Ls, - LO CU U C a N CC U N rl L ro yr 0 r x Z 1 t co N J E + 7 + W w = M W + p 4) +' f6 u- I 3 1 o 0 w '^ ro E C ra -0 v U - U U 4) L U Ln W ¢ CC U W CC 0' ▪ O CO U • • L 0 ..- CC CD CI = V) W • 'J Z O J 521 V) .-- rot r U Y J 0 CI. V. - C = Z 4) V1 0,7- 4) Z r -0 LL U_ LL W W E O 3 r0 E --- JO 4) • V) V) L/) v) V) o r C 4) ro 0--C O O_ Cl- O. 0_ 0_ D - o L r0 L m 4- Y 4, U 0 O CT 0 pin Y 7 L Y L C 0 0 0 0 O CV O • to .7- • N • • o v - 3) C v - w O n O O •--I N - . , L T .-� 0 N M ▪ J 0 C 4_ O ▪ U 4, _Y L III L L Y U O - J Y 0 7 rp L U CJ L.0 o . - E U L 4- V r0 ^ \ 0 < Z .. . 3 L L L 0 0 (4 J J J J J W r. z U N -. \ J O O J U 5 I� H V1 0 0 U C Y Y `- () a' 4- O N J H 0_' Q • w L_ a L O x W U U U U 0 O 0_ £o U C 3 CT 4) O 41 ro N I- CO m H 0 In u V) +- M O 0 7 • Y r ti N J Q 3 U ro � III .�- �' Z = O 4- ID •r U CO J ' Z 01 ¢ 0 rZ-. 0 41 CI,- X J .. .. LL Y v c n M I Ln N n A ` AO o CT - 0 I- O_ L C C L-. d X V) J .0 L Y CZ C III CO CO \ •� + .:11: r N r. C W CO CO J C L . 4) M 41, • LL ro .� a CO H O 4) ut > x M _ i co O z C Y r J . • E .rr. • o I^ C 521 • L a) '� 1 YJ • O Y O Y.�U 4) O {2, 4 - r - C71 VI C..) • 01 L CO / rs . ♦ yt►i --0 N Q Y O 7 v 0 C r0 r. �+ fi/ "" O U 4- V E 4< N.. W :2 (l /y� c) ro O c 4) J • W i < 0 �� r - CC,W a: Z: LCI 4- 7. L O L L N 41 .C1 V) L O r C O O v U 4-- a+ E CU rI =\ t� g ��.. . co • V) Q O O r • C C • 3 �'. Z7 Y Y a 4) O A ir _ • N v II ro V) V C '� •1 '• N r...ir.•• L L 3 O • C "O CU r0 •.- .7 Y 4 ��„ ro o_ 4, r. r C 3 4) 4) •r 4- U n Wes_• O E O an d L O) = Y YY L � 4) r l . - 0 •� U U 4) L r co a-- y' O 4 ) 0 N a) .) T 4< Y O 4- I • _ 0 C VI a) 4) Y Y X C L - 0.1 L- r0 0. 3 V) Ln col 01,- U 0 0 O _ Mili CL 7 v O (/) N O O « V) O .--.I a E .. .. 7 N � o MINE O .-.-4 III III o a N X :1 -2 x o v o ' = V I-0 O II O H .-y L > I.._ _ L V N 0 O (--) = L V Y 00 W i V 0 • • • •p CO r0 U w _ CD Q L d V) Z r. O ro LL) U 0 C ILLI r 4- _ _ 1T7 3 OD I-- \ \ a CO • d 4) C Y 5 U ) N 0 • L O. 0 CO T' c k Y U- 7 .-1 i- _ i G c H N d r Y L ti = O O o_ r0 U Q N 4) Y L I� p \111 1 C J O V)-. C = O �. • « H d' ■ O = H 4) 0) _ Q X .-. • v4) L C .r _ N O OI N L M 3 V) + _ Y ,--, C H • 7 M O v _ N '0 L .-C O V O L 0 _ U r0 O' r - C .-. \ �� V') • V) O o_ CU r I- 0 CO _ _� Q d CU V1 U r0 > '0 7 U U CO to ,. 7 0 - N X X C .- 1 Q 4 ° °' C 0 a "- >. O > L 4- 0 c CO IkillIP • 3 Y U 4- Y Y CT L u_ CL ° Y VI "0 C L VI V) J _ U 4) 5.) 7 d N 0_ U w ro 4- C r C. U X > Y 0 co,- O O O L V W __ Q ° L L V4 Z o CO • III z m a v x • • o a � r o V) -I= x � � � « L. () N 0 - 0 4) -L1-) .•-C ..- x „ z--, Z v Q 4k • - o C .n L ,` . N ul V J O N W N U i0 r0 Z L Y co 0_ O O d O e-. d a) Li C/) V) r U 4- C d- O f.- G 01 Y c - 0 r Q O III x lD ,---. O Q 7 Ch V L O CT CU CO 0- CO N N N N M X O • C L L V1 a) Ln N M .• • '1 L R Ln .r Qk�klkN 0- Ct •r U 7 CU L[' I I J G M m CL N - 0 Y Y U LO d' ..-.. dad. --1 7 - 0 O U 0 ro . .-. Y € n r V) V) V) Y ro C 7 L V U N W V) ro r L U V) > O W 0 Q X X X J v kr < v+ L Y p x o_ 0 E a C v O N 0 r0 - 0 C C N N N L r0 a, • L O 3 G O O L V LO Y 4-0 O V V O E - 0 1 0 V) .0 L r0 L 7 0 K U L r • L L.OU 4) d 4) V O CO U - 0 Q 0_ G pCr. O 0 CU > V) Y 7 = C 7 L is '. L L 3 .Y 0 0 4) N U E 4- •• ♦- y LO U U U La O d O 3 a) m CV CO 4 V) r r Y N dY Y 0 7 Y Y Y Y ~ N O O V) O L 0 0 C 0 r 0 J I - CO •• K I - 0 C ■■ m Q Z 0_ ¢ LO N O O 1 - ,--I .o N U_ LT \ N CO O \ LID CO O N LL N Lil r. ce N Co) ,-4 0_ CO CO LO m ^ � \ 3 01 N s-i L ,. ) . M \ 01 N o LC) O N m LO 0_ 7 w O Il M cc '7 LL O . II Q - v II = Z , , ao v J E p a) w w Z 0 LL `^ , a E U w 3 O O w - U V c w Q K U w ce cc O m V v Ln N K 0 0 = CO LL , 7 J .0 co O L. V O c M N n II i L o)'- ,- In 3 LL LL LL LL LL - 'O 3 m Q1 II ,--i O W M d d d d d _ - M .a 0 4, r I IA Q / Il M \ O O O O O N O • o v v c v O O I o O 1 ° O O v J- m X LO N ti M N J L 0 Cn V •V L N J Y L., C • C,.) CD .!) O C CI - O 3 0 -LI ^ \ O Q Z V U 0 J J J J J LL • j CC C r F - L/) 4--1 \ J 0 0 J U I J I o Q . - u.) - 0 w 0 O LL L) L) L) L) O O IZ U C 3 C V u Lc) •r m Col I - I- CO CO I- D CO f Q 4- \ LO 0 ¢ 0 0. o . v O C , CL ...... Col N CD O ro c4. ,I O o O 4 O x co y N Q .I-J v M N i M.1 a U - • 4 d L a) .- ;� O • 0 r 4 a L O co v E r�1.') g ti 'f C C O L N O C �• N a a) c E U O • O E -c Co O a) 0_ r - 3 • v •r- 4, 0 - a � _ o O >>4- c N 4..) 4- - N C to a/ O a) ,--, , o d 3 v m O to 0 I III a �E 111 "' v X .� X N ` -- V Ln a) O o > O O N \ O O _ s Ne° Q ,-) a) cc II J N \ o N n L U LL O 2 4-) m w U ••C) CO U LL Q V)2, - co Lai C w 4- _ u crl o- U L O I• r O x M 1- d 46-) N CJ F- O F- Q c i M . - - CH • M cu .. _ m r Q J O •r F- Ln _� v co co co s ' T u d o v > 3 4- , ,v M M 4- Co -C n M D O •,- N L N CO N W 4- s- c..) 7 0 > N 0 C L III M a (Z J--• Lc) LO _ N Z co N W N co Z ,--, 4-- XI d-. X O I G ti V C p) 4-+ r- Q O N Ln co L o CL 7 - N N M 0 L Ln V) - 0 CL CL a- 7 U )O • N Ln Lo Lo V) O U N W L > O L J V V V m Y v t6 C < X X X 0 V)' Q C O cc N N N co (� 0 .c 4- C) C) c") E vv N L O L L 1] a) O m O_ G C La " ,- L 3 O a) V •r I- ' j S co u U 3 CO N 4- r • CL-L.) o _ I- N 0 0 O C J F- m ce ,--, Q d n 0 4- 3 U") N p O LL N. .--I LO N to, O \ Ol \ N N - l0 L0 ON W N 117 ce N .0 O_ 07 CO ~ ^ ■ \ 3 O7 N Lll 0 O on •--. . LC) O N m l0 CL "O ii M 0, . LL 2 1- L[7 a) u CL N 7 CO N E - II a ro V) O al CC i Z vJ E + = • y.> CI N 4-, (0 W W Z = L i '^ ro E Q ro - 0 al U L_ 1 3 ■ O O W - U V al L U O CO V L O •r V) W U W L O_' vI • J � ra� , - 111 N o o= N W V J--• J V Cl tn • C C Z i-• —A I al (l) LC) ch.,- r al Z r-'O O E a 3 r0 E `--'d N • U_ U_ LL_ W Li_ o r V) V) V) ( ) (/7 0 al r0 C1L L[ 0- d CL O_ 0- O L rot 0 C V J i 4- Y a O CT x III O 0 O In T p L a-) L C W Z O O O O . N • wa Q ro O77N J a0 V) - o al C \r \ 0 0 "0 L C -0 ra LLl .N-I L 1 /1 O I� . O n 1--I N ro •r C al - 0 O ,• \ N r1 M I- U V a/ •r Y L L L L 4 U O /// CO \ Ln •J 4-- O pa rot M N CO V' U C7 C] 3 E U L 4-) u ro 4. . . O 3 0 Ln 4--' X \ 0 < Z 0 ) 1 0 L L L 0 0 CO , J J J J J W j n f - V1 O 0 U = 4-' y \ _J D O J U 4- O k J I- CC Q W - 0 LL - 0 0_ L O E U C 3 O) al O al ro N LL U U U U O = O_ Ll v) r O L 4--> +-) i- r+ W�M ♦- ♦- m m ♦- O N E Q 3 .-+ U r0 4 • \ 0 C O 4--• - 0 ,-- U l0 J z 0 Z 0 al f1-0 X 0 ,......... . 0) C 'O H I C al W r0 ce V f Jro J al . C7 •r C eta o O O 01 CO U \ II�• l0 O l J f\ W 1• O L L al L VI N. I� • r-I O V 1!) O O 4-. , C1 s .-I CC CO . -I C1 Cl r O E II ME L Y %'#J G� � j L Q O O .- - C C O I ••• - i • N II v) V C C7 a C N ro •r L , 0) 3 a N r 4- U N .41 O ••• o►' • •y. ��`,li�.'fV1i/ E L us Y Y -1--r L - 0 CU _ 3 •.-- U U a/ L. WA � . In . - 4 m O >)4- C N 0) r0 ro C +-` 0 4- - ,. N C V) Y a al Y N X = L al 1 .--I to a 3 - 0 V) v) ll) ( U O 0 4- 1- ° III III 7 Cr 114111111111111111111111=11 LC) 4-> C O LC) O O .� E 5 U N \ L deee _ . n. > I— c'..__, _ a s O \ w CO Y N O N ° a] in CO al N ° J , E WE CD r, ,- - . - -o 0 • e c o W L ^ • is� EN O H Ln L N 1 -- o � L v • O 1 CO o • 2 0 V • Y m W i ✓ O ••0 n ro 0 Q L Cl ■ Vt Z r-i 0 (13 N W W V 0 Y 0-4 4- m :. U N 0 L > O • � k +-' Li = 1- L/) C1 r Y ^ •L Z o_ O o_ r0 U Q V) a) 4•l L _ J VO In C 7 C „_ « H ∎ O = 1— al - 0 O) z Q X LL 01 S- �- - -II C •r _ N .--I • O CT`- -- L CO 3 N +-` -0 C H • 3 ,. O x T - N - 0 L .- O U = U ro O ^ Q 0 .--I O i J t/7 O CI- a) •r 1- 0 O V) z Q 0--• CL a al V7 U r0 �' > 7 0 0 CO 3 = L r V) X C al a�• Q 0 O al O O > 11 L 4- O r C ro — 3 4--) _ V 4- 4- 4 an - I Q 0 O 4- L • Y V) - 0 C L V) N J • U al CL N $ 1 o_ U 4l r0 4- C .- L V = CO • �-. '• X t - _ > +--) N O^ O O O L X , III J Cr ll.. W Q V) Cl ro O 4- Z _ oft CO 11 z II J NVI O Y III ,`L� =d . ono r,+ moov «rn .. U N O - 0 al "-"LID , N LO I X Q 4k • - 0 C C7 n L , , L_ O N W N 0 r0 r0 Z L 4-J ^ J N CO a 0 0 0_r. 0 (17 Cr b O a' al u V) V) .- V 4.. = U L C M L O U al r0 0 - - O N Ln M en Lo CV Q a- N • N N M X O • C L L V) a) V) 0-1 11 Q a .-) 4 :N Cl- V' •r V O Y Cl X II J V) (a W Cl N� 4- N V VI ` C C N •� a 0_ 0. ■--1 O - 0 O 0 O) (0 +l C 4- V) V) CO V) U V) 4-) r0 C O L U 'y •••''' ro al • N W v) t0 r- L u V r > J V Cl an U L Y • - C a O v) - 0 ro N Cl- 3 < X X X • CC N N (V L CO al • L 0 _ V O O 0 L U V) Y 4- 0) 0 - () Z - 0 - 0 V)L L ro LO OCCV L r- • L L U al CL al U O m U - 0 Q =- G C". i 0 0 al > V)Y 72 C ›- D LO ▪ LL3 0 O al CU 0 1- I 0 Z LO u U V V) O L 0 3 (V rp 4- ^ r 4 '- ) al CO CV 4-) 0 7 O +-) I N 0 O 0 O v1 0 L 0 0 O 0 C 0 0 J m I- •• cC I- ` 0 C m Q Z O_ CO p . LT- y � LO N O O W N .-1 to NJ VI vl 0 ... D t0 \ N l.() t0 oN Li M LO c. 0 N ‘-o ) O_ OO co \ 3 .--, N m O co .-- co te \ c'' o N e--1 LC) O I N CO 1p O_ 7 o II Ch z 7 W f - 0 II -0 a U N J E r 2 Z 1 i W W Z = W 0 Cl.) W I 3 ■ O O w u c..) • V) W < CC L) W CC CC O m U J °0 r0 CC 01 0 = in LL '7 o V O C z o)r O s 3 C N M N N V) V) V) 10 - 0 = 111 3 , a a a - a .. in II m 4- r Cl v, - 1-- , ^ W t p \ O O O O O 1n O oa V) - 0 C -o N Q 1 A M CNJ O r--- O O n • V O O a 0 II W N .--I M r0 ti N L 0 = \ F V L d• -0 7 >< N \ • - J r U N h- • U CJ O O 3 0 - - N. \ O Q Z VU oc 0 II J J J J J LL cc C 0 J I- CC Q o W - O O r C._.1 0 L� 3 0 V I W U 1- C.) t� O 0 V) a 3 4 C V, J .•••• �•. o o_ a O ro F- [ N a CWCO I'D O a Cl ........... .� C(V i a - • r o E.- an L +` f I ke m 0 / o V+ U a \ 7 4 )nom n L a u, r M ..Gy r O V -0 +� W a T 0 o c7 a u i C C O L / i/\ N O C % • I CD II . U r ,./) si. •% O E-0 Cr, O a ^ 3 • a a O CL ,...1 *17", �� N C N r a O a d .-1 r0 d 3 10 CO C) 7 _ _ N V) III CI I• III , L O (NI O X y � X 0 0 - - > N \ O _ CO i _ O _ s O \ ° to V m O a O N r1 = II H CD J f Y o H O L N ,t, vCT O C) L i 2 J CO V •• O 1 U a l/1 Z .-1 M13 W W CW 4- c 32 m L p v r LL 1- d a -. , X C2 U - Z ro N - a a L rn J v) r. 7 C a �.. 1- 71- - 0 O) z a v C H • M a) o Y C O • O J O Y I- a ,- CU V) r0 M < ., ` tE Y a I II v o -0 > L 3 4 r0 4- O L ^ LC W p N LC, in L 0 M N I W 4- L U 7 =\ c a n Y _ CO �n x O in .--, , II ° -,:-.",:= .:`,;.1, o .. a U O ao0 •- ,. Q ‘ II J a • 0 0 N _C C C W N T Z .--i Y m n L) N V C X 0 G Cn i... Q O N C M L r0 O_ Q n N N M 0 L 0 V) Q - 0_ 7 a 0 m C1 4 0 M CO .-. d a d 7 0 rp V) V) V) V) V) = U a L - ,•,•) O W L > J V V V O 4-- -0 rd O '''..< < X X X 0 v) T S O N N N r0 O o 0 4- C) 3 0 V O X 10 - V) L 0CV 0 y L L 0 a 003 10 0- C p Lx, ■ O O a > 7 2 0 ›- v' '� L.0 3 0 a V LID U 0 r 3 H I S N 4- m 1- 0 ) 0 ,- I- N 0 0 0 C r�--• J H CO C < 0_ Ul L L 75 _y Y kil CU d N E d o O v U Q LJ o Ul +' 0 p L— _ a S + U ' N E L d PQ 6.' 4 p i 0 O Ut + , S L U (} L d E L ' p\ C X d 3 E 'U Q Cu C __ 0 i d L 0 E_ CU CY N d d E 0) d m L Ul U) L O O N to E Ul 3 S Lo S U L L 4 L .- E -- d + +, a E p L a 0) � O) -- +' X o d W p i 3 P A i -1n + d i D + + ° + >, U m 0 1.4_ 1 E 0 L L > L N U) , . cr . N Ut in U Ul Ul c U W Q 0 U Q O) "- 0 p 0 -1-> I- a 0 0) N 0) -p O)'- - CY A A E d 4 -- o N L >• L L -ice L >'+' 3 > L O 4 L L O) L -- E u N - -{.> L o O O a d i 4 E S Q) N N E (F i Q) - V) V V V V o 0 S2 CU 75 a -Y 0) L O o 4 m L � U p 4 � U O d a W 0 d L3L 4 d d + � L > +' d ' c Q"+' d a c d d L d u L P0 d L O) d Ol0 J O d75 d U L N 4 U d d d O 73 > U d CD c 111 0 +, U l 4 O) L O) d 72 . 0 d 0 S Ul 0 r- +' 4 Ul 4 O a E pq .-: U E Ul +., L 0 4- O) L a+, L +' U1 L L 0 d o f 4 - E L L G1 Q Z Ul 3 L Ul Ul L> L al L C 3 p O p Ul 0) o o O _ p J J J J J L.. J A A J U U - J 4 L d o S E O) -- ' O + L 0 a d N N O o +' +' H Q O_ + 4 S +, O E 4 +' 0 4 0j o U S S L d U U U U O O W U N O Ul E 4 U L U L +' ,-,d' O O i J d + E H H Pa w F- A V) O d 4 ` p Ul d C O -Y L 4 >, A d 4 O d L c L 4 = O 0) IH1n�1 O OJ O) ( a O 0) U - £ >, +, U t-' -- dd > p Ut o O (+ - d A +' L , ... Z 4 vi O L a c L O d 4- � '0) a L 0) O) 'a O) ~ O N . 0.. •• es, dN LE o)ui a o E4 u O ui3 •��>. O u -1' a° L_ +>�"}' o L- E L Ul m ai d -P / ^'�' i Ul Ul. 3 0) 4 O d d S- L 3 S +' O +' L Ul L S d O) O) Q) L E N> Ul Y L +' 0) +' O d U L U O 4 ' 3 0 > 0, S 7g L (+ ' w.. o P - E S 0) 0) +' +' 0) - !n - L L d d 0) O L o O S E L >• o L d 1 y ) ./ O', y • Q. Q E 1- 75 L Ul Ul 75 I- E E o A 01 a L U 75 +' . 0 H 0) 4 4 4 (' L.L ) :� W 1, J Z 1 1 1 :w - E■ 1 °C w O • Z Z „y " L D l7 LI L o - L* - A u a Y G ,, < ` \ r i . E C GS. ° C b q A 1_ Q � u r , 419-P de - : 8 CZ i y ~ Z d 0 s ` ♦ l , �I` ! E!i w" ° U Z� H° J , a ° `. N = x d ♦ U ri r Li Q 1 U L7 Q •� Q Z ` � Ja .g y . Z . H W ` ` Pg W Z F n, J .°. 'u 1-q moo` = O P] p., ` Z= ' , W :': br^ � E , - 6 1,.„.- ba n 7Q ¢v � ON w Z L !!! Zce � , OU � . H a or i n" Z �� n P°c� W 002Q = '' "bw -C@ «r "kc". away N U r a ou a e ° u � 1— Q z at ntlHn ^ y s"� 2 C UZN (11 L7 -,Z o f Q I E °C N m 04 ur°i, 75 t,i a a� L7 tt W Q o m rM tn^Q,�-Z a ~� m ZZ z a.'o ° °'°r6M3.: '�a a " da t h M N eb° _; a om zl.7 = \ x.. `/ �� L'7 aSH0 s err" YO P] W ` Z i" jC4: _ca., 3 � �L W L mow �� X W �� d � -E uu r .' ZI.L.1 cu zO -1 Y .tau ao 4 «0 S "c "o z 0 HQ � d `-`, � , Po ri- . ' J §b - ; (IJ CY VillihiJ /#1 ) O N ZJ�Z (1.1 ' `� i /M\ ,�° ° °� Y v : 'h°rz .„,v i. u (4 d 0 Wrrl A f_si �! -V2 ^N� vj � z ire. n°ns ,aS Ga¢u°i�.. Ill `` „,jaoa3?mz ,` � m.� UMG , , ki / / 1 • c 1,10 1- 50:103 . C7 C75�mZ E A xmmoa� o O(LZ Z ~ � x Zoa O (Y,Zpo >; LJ p••a¢aZ U o lift 1 Z o Lo p L, v g v w H o ,6 m' cl r 4. N N ce W z z w (u w qa u rn o °O °� 3 a A m a Q z a F- Z Z A J W P J O N W W ❑ N X ❑ O Cr 2 d N F- W a I� N Q N W l7 N o a ti a. q ° J ¢ 3 3 N J a x 1n In O A E W ce R H Z W R R Z J . � l7 a N 'I ti W m N N ° (` (N'-1 l7 W I ON In O Z W S N F N .N. Q Z Z V a W W W °< N a t•-• O Q = F- N a K U a o a Z ° , Z^ W J W \ O 1-1 N m ❑ J a F- E 4 Z U U A d U . W Q RR ° v. PI r, o •Q w N � > _ ` Z a 0 Hw c.,") ,_, a 0 F- )=I w F- z a ° 1- Q e a' Z m m W �� W ? 4 .A U . 1v c ° 3 'z E ¢ F- .o � a l_7 -P N a, p _ o i (0 zz zZ J NU a Wawa a z . .z., oa L. I- 3 N 0 � a0 L J W D u o� �Fa 0, ¢ZaZ w w Jvaa ° O' C=1 fa Y p W a N J . ct W U W o-§ m❑ al ❑ 1- a 2 <2 2 U L" Z1 I K 11 I— V F-1' d , W J, N. N'' 2 0 ZF-.. ❑ J 0 N K m7 Gi Z W rW. ❑N> EJA J A E W SQ n.' N (4 l l.7 W N 1 ` R N Z , ce rt a IJJ A a p N W ° U. W W l.7 Z J W H N H td 0 0 Z U R a H J a 7° Z O ° W X v N . J Q N a W a Q V 7 N W Z ° W'' CO U W Li U LI W W O N w / ¢ y y R = ❑ Q J A Z W F- . U, 0 Z O Z 2 W _J 7 7 O ce IL CO A > O U Q° a I C W J d l.7 a - : E A Z J p x w I– CL W a o0 0 • • 0 o(U O o • • o • 0000000 o o o oo �\ w ` p x vihioi vvcvvvvv x x O a S Z O X 0_ 0 0 0 • o 1'0 u 000000000000000000 , .....1B . . � _ p CO M M' M M M M M v. v v v v v v v v v v v v v v v v v • 0! .� a .rs.•• O 0! . - . :- 0 (U Cu :- :- Cr MM:. v V' v4 HMV 4cvM •_\'40 01 - Y1. ' F- • V —� le ci ww �' .. :. N Lti I v) E a 0 x a \'-.• Zo i\ `i ihih'..o06 n00000 e A ..111.f N E.. O1 Z- • I-- J v o - :- 6,:..� a, in inin:- .ininihin in4v 44 Co . y Z N • Q C_) G , ww o 00 a i o in �� ih� �� n n / .. O t � • • « r V I - = Cr Co Co Co 0 , O. Cr Cr Co O O O O p O O O � -i .. ... ,,,, .. •-• •'• O ` . ° ` • r N ° C El = RC 7 �•j J \ O Oi - ' �a { '^ Q tQS n lJ F- 'N 4 � ` z I—i X a o a b , i v o ) 0 , 0 , b , i n • ..\ _ O o ". d a �= "^a F-1 = N 0 200] 1' OD Oo OD OJ C O 0000000 0:.......... -, 2-...2- 2-2-. , ( y ` �'1 e H— �IE�– * U c�u 4. O 18 i° n 4 ( v 3 .-. Y-� A I •• \ p Un EH tQO C CY E' I I 1- ��N Otb iqt, Q � U d .-. , ..- N °N � m� ~ m� W a N '"g “. Om G d o Q n(U ^.:..:.: -.v(7 i n NN I n CO : . o C o Co o o O, O, o a \ ' c ta. a «C o« s — .. 1_,_ O ` V c 1' C N I\ I. N. �O ^ ^ N. I\ ,D co co 07 I� Q 0, 0 co ^ p, 0 O co 0 0 0, 0 co W \ 0! 1' , a -+ d d= L7 U ae m re zal°2- d l« ..� A J J� 1541"6 °� iN a 1 '6 T WY - in a • co rra us <� Li x 0_ c u: i . ... vv' vZn i � nCh apihinroih o t ° t 5,F = _I .---I N • E n n r 0 n r n^ ,0 Co m 03 00 00 00 0 m m ON C Cr, m N 0\ 6 N _ r r m i w 1 "_`_« y tl e r g °O On w U ? in in Co CI Co Co Co Cr, Cr, O .. I\ i\ N i 6 Cr, ► • LL a Q J N W 2 G° y O F 6 +,;i'5 / ix 0 ,0 In In V ,0 ,0 U7 In Tr N. ,0 ,O In r N ,0 •O U] co N n ,0 0) ao j\ 1 ` ,0 a \ A Z ¢ c o N e ^ 5 a , „ ° E ,, r a r VJ W c e �R d' N F-d C C 1 �• C m � C n aN j� a y F- w S T W O m 3+ N - ti Z - 7<1. a M In. N co M, 0 , 0 O,:.., 1\ n co . -..- -I ON 0\ o o do N n • • • • • m . ce :07 a "r° n�c ,.,...=t1 avrn 3 v ° ,D In In 4 In In c l\,O,O In I\ �,O,O i ^r r.-- ,0 n nn n No:4,,,L a O • r S4N R8i'NO ° u O Ts I' S Sit OL nrn l,J ►��- bEy H -ati NN ,3D] YN LP=L" V1 N 33g,4.°7 4 00 C0'0 z¢ o 000� VI " a�a °?gtiYObS d M M co co M 0.) co co co R R V a - V et R C V' R< 7 • T In .4 _ g y W J Fproo 1'a �og CD en . a a Q a:a ¢ 'A 3' a ¢ ►_�� a . . a1'8 .12-e mt iag,t Hd al 0 W A Q it 1- Z it it it t Z a F- Z it a a 1- 2,7) it H Z = it it is F .. Z j i°2- n o a.o ..�,'`e = o e a 1'a' 0 -, N Q r N r- # N (n F.. N F N t Z . O a J N N H H (n V1 ) a 0 ce ��11 ° (4 cc r W w LL LL._ , LL LL L.1_ Z a ' ^ w = w ¢ > w x _ v Q v) _ v v) _ y r p.. io 2 S O E Q ❑ X _ . J Q F- 0 U N J U W- Q W Z "N" J W W O m W o T Z Z = M Z Q ¢ ❑ ,t ❑ 7 ❑ i w = wW Z sa w v W N Z N a' U J > Z . HIDNI - 1d3I1]A I XdH D ,, `m a> A�,AaF- 4 • F Q\ • W rY o 0 Q U = - Z W I- Q Z R1 K W Z 1 0 A 5 W W J 1--i W L . , , Z Z WZ > 11 p J . q U W f❑ W o J F J R W q Vf ¢ 0 CO Z S \ I (� N 0 CD ❑ 0 . �-' O O o O o 0 0 o O o O 0o O o O o O a Q II r J '� LD z W 2 d' 0 0 U ti° N N 0° I() ° N ° V V N N M° V N N N M II X W _ • OW 0 5 3 # N W ■ > N w (J " Z 2 v° - N a II p;p w u W I 3 Q rz 2-1 ❑ . w Z N x • ,LJ0 a w` W Q W' Q W0 _ n a.' q q a , J W ^ ❑ Q N X .1) X .13 X X X .c1 X .13 X X X ‘10 X X X X X X X X X X f L.,_ . L.) 0 S w 1 - o ) - 0 r Li Q : NN N N N N N N N N N N N N N N N N N N N N (1J O N 0 ❑ 0C CC LD Q .p W Z O 0 M 0 M` W w z W X (n • 0 1 0 0 f Z V PO"w U d O X W J r❑ (__) II II N i W J IX u Z JQQ LJf W Llr 11 f 0 w u p> cu Z i 0 I 0Z CO-' � 1 N ZL- Eo fLLfW a r- 0_ WI q ¢ (- W ❑ PO Z o ^ o M 0 N O M o N o o N 0 m 0117 O M O O M ; J Z W K W r r • W J L l7 Q a (^7 -. M .N .. . . .-. 0' 0' Z L w 0 W J Ce Li ¢ ¢ W 3 a Q v H U Q Z > 0.a m x J w Z LL, 2 0 a. D¢ W r ❑ ,. ❑ xr 0. U ¢ R7, x F (4 o Vi aw W X¢ E10 ~• X - X Ld r S< f J 3 w Q D Q M q X `` iifUI �1}' K W U •. ei LJ V) ❑ y tr 6 < 3 MINI Q • 0 0 0q • a J Q ❑ 7 J V) a o o �$ O N a ❑ w a w V) 01 N o o 0 4 7 • �� ++ w rr Z 4rF 0 1' PI O 00 • � O • A J e r Z r O p O :2 i:i W !M• w W a W W W a 0 V V + J A � VII >�y W Q a Q a iW I- PO r W ❑ W A Qi •\ • O ¢ �W v N¢ y� ❑r X Z w o° o0 0o i 0 N• o O o o fn W O W W d W j W N J ^` 0 N o o • • •. a N w 2 Q Q a X = J d o O _ O 0�� ♦• �+ +.• N WI A SA (1.1 �.1 1- d W ¢ 6¢ ¢ Q f I a ✓ p .I a , { y �/ y • . t. W 0 0 V1 0Q C 0 r d z U ❑ 1- a 001 CC x 0 o o 14. \ -' J Fl_ Z o W,_ d ❑ ❑ a 0 0 0 0 o X o 0 . E c 0 4 l.10 H W W > < _, W 0 2 V Ll W m O N o N¢ +' p a 0 n� ¢ ¢ J ❑) L.i d r i l_ a. 0+ 0 0 o F +S c y N 4 o d r L 51 W> z .W. 3 Fa ¢❑ Q , o . 0 N F), N u7 M K K.0 N + S i 4 H r �.'U aJ❑ X U Q' V)U d Z ...... Z o O . Z o^. OlJ rN 3E P ? c & 2 Li W E W a W ti 2 W N PW O Q Q a a a 3 Q a ; a Q J J m n� u y tl > o y g i Il w Z ce N N r r E W r W fY 0� 0• • K 0� 2' O� Q p T . : r 15,1-43 ,P ul o P 0 IS Q ® _• f z ❑, r AO_00 WQ yym «em a t• v r r to J O 0 J 0 0 J o 0 A W -i atl OyG Omn i 'Z-' S M Z Z r H N o¢ oo C H u ° J K ° 4a i R' tl ° O H O V °1 i El • E a 0 W M wo o W O M POw CL P � ° � ❑ t") A N N la N N_ ¢> _ + �c 40 W O W X X ❑ 0 WQaW¢QW¢a ❑w r UiCe ° .o 'C° na E N .Z. r V J J J 3 J � tl� - F . • Z w W f1 W =" a 0∎ PO N 0; PO 0. Q; r CO ; n t e J (.4 O V p G ~ co 7 ❑ O O ° O Q 7 0 0 m C c ` C H Z u µ a r y .-Z J 0 ,- .. z J" V) ❑ m 00 N N N N N to r A 4., n ' 0 ' a ❑ « i u v e a o LJ L U Z S ZO Q Or ' no l o. 1 ir) . - U - H�Yi U9 ery I- 1---I e ❑ U Z Z J Z f Z ,N G 2 N C o N 0 0 0. 0-' W 0 a r • n n H n i 5 Pax 0 ❑ ee W M M w M M w M M ❑ H y N l 0 W>° Z W °° J U 6 0 0 0 Q U Q 6 Z y l[ o r 4 _ [ v e I 1 W j aQOQ Zov Q ¢ a ¢Z pro °d oy ZN ( o r A w 3 w ,511°% �j�� o LJ oa + w P rn� a % W ` b 0 : � Y 4.SHL 9 O.t.d br ✓M ^^ J • © i e Jaocsm. n °u a te . w e o n «a o • n M day I U� JN O C�r .J q• a�. a s o o L O' a ° gy m o' 1 ^ w:r a am ut 2 1 `n ouo r ia � � V :1 J r • r Z 01 v C Z i!1n? c a6epn� b.e • r iu•i•o1d; . amc 0 P CAGE. ,,, A ► w j U _ K -1_4.4-- r "Z� Ir. y a L i J Ln Z7 :J. .7r" W0 Vl V fAQ Q� VI ki 8 ►�.- ►. t a. Z g U W N U C JO NOS of C, W S ` CO jyLy „, City of Atlantic Beach APPLICATION NUMBER jS ` ' Building Department (To be assigned by the Building Department.) i 800 Seminole Road / _ e/7,8 :: J Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 • Fax (904) 247 -5845 �j ///r.. 777>.. V E -mail: building- dept @coab.us Date routed: c�S n City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: / '/// g( /// ivz Department review required Yes No 1. Butt Applicant: �C Id l 5 .T 7) )727 eA P arming &Zoning= — Tree Administrator Project: ,b ' / Publ c Work 1 .fi � r,� / C �� ' %.,.5fi� � �� i _ �-' u lic Utilities ” (a a l6 - A/Gz) e /9-7' c ' / 'T /71 d) ^�� /� � � Public Safety / /if/if (he reS Fire Services J / - 0 ' V Vet e ek -h r L e ' � pp� pp7"�,�... a; � �. �, p,�� r� . - {'�`� "F �"*"'i+ 3' p i Y .� ;a. s ,y a ;a M^yn �Y�4r `±? i o f ` r .. 44PD ` atife:c} x k l+a fi . ,,,,i: "� :4vrA Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. (Circle one.) Comments: ` �): BUILDING PLANNING & ZONING Reviewed by: - Date: y � / 1, TREE ADMIN. Second Review: Approved as revised. ['Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: ,/f r// )--- FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 5.:�,�1, City of Atlantic Beach APPLICATION NUMBER J s illkAki, Building Department (To be assigned by the Building Department.) 'we.- - 800 Seminole Road 4-Y2 _ e/ 78 � Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 • Fax (904) 247 -5845 f x of 0r E -mail: building- dept @coab.us Date routed: (1 / /r�S City web -site: http: / /www.coab.us / APPLICATION REVIEW AND TRACKING FORM 'h Department review required Yes No Property Address: /739 7/y �� q Applicant: ��O,CQ k.5 � 6 - 72.3%�"Ll�,h liN Panning & Zones Tree Administrator Project: ��i)?e : /Ailie d )0.3 c,' ublicWork / -�' = 1 • Iic Utilitie- t f Ct /L Q - �_ Public Safety <•+11 Fire Services " , ro 1 '. ,1t : 'x `Dept Si: nature : : — Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [pproved. ['Denied. (Circle one.) Comments: mijimes o�'C,I /tans �s1 /I p,, � On /4/ BUILDING 0410/20)q �rav� � �'� • ANNIN : ZO ■ : Reviewed by: 6/41/41 Date: ° 242. TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: LApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 i0.Alt City of Atlantic Beach APPLICATION NUMBER j s r ` Building Department (To be assigned by the Building Department.) , r A ; r 800 Seminole Road /a - ay 7 Q �. ;r Atlantic Beach, Florida 32233 -5445 \o / U "' ' "' Phone (904) 247 -5826 • Fax (904) 247 -5845 / ,� f �• E -mail: building- dept @coab.us Date routed: /6 /ta City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM 2 S Tory Ga ra51. Only Property Address: /729 1 e e /1 11/ 1 = ; : ' • s ent review required ye, No / • Bu. Applicant: ` 7 /is D,Qa / , D ` Panning & Zon_int -e Administrator L —� Project: �G / 2M,, L d' Xj.57 // lic U ' P ublic Works, tilitie 9 a €1 - Public Safety aJc_ n _ /4, „ . _ . Fie Services r r e„e , 4 4 - il �� 7 l.'m . ,,11114 ,- , erp k 41,61 7111:6 , P:'=1: 1 7 4 l ii;i lint t 0 Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: roved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: /G / TREE ADMIN. Second Review: ❑Approved as revised. ❑D led. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 Page 1 of 1 1334 1 1773. 7 1771........._.... 1310 0 «n " l 170 1 , 1023 \ I, 7111 1324 0 0 025 ii 1705 0 13 ' ' ......._ .............. ', ......_ 3314 .............., 4t *4 s> J w 1 q ,..... t _. .. ............. f7W nos q lass ( 1 1 1755 1 .._ .....F ... ... 74414 .i 4 f . « 1733 1773 57.N l70Y 177 .......... C 1710 1711 1771 S y 17H , 1759 1743 Y 1745 t 175 ...._ r! 1773 ) 3 r o 109009 0000 Inn 1757 1717 s 1733 17sY an 1 Y 1 1733 � _. _.. .......= 1715 .._...... 1770 . 1747 0 0 j ......_ ill ..... ... i , \ .......... ....... } ... ............ 113 1745 ...... 713 i 1 1700 ' 1743 ... U 1734 4 1733 .... , 1 17113 4 173* 1743 1733 .... ... i .............. 1 tY! 1747 1 i j 1731 1730 , I o 1743 1740 1 1733 .1 ... f74 1743 i ce ....... ...y 1720 \�� /// 1742 . 1735 1737 1727 Co,rogile 4C1 2005Ciy of idarmillbi, ro 11 1 ! http://maps.coj.net/output/DuvalMapsSQL _ itdgism93 5002366790.png 2/10/2012 , � t' I..V.J t i 800 Seminole Road t � Atlantic Beach, Florida 32233 ‘ Telephone (904) 247 -5800 r-' c , k j FAX (904) 247 -5805 0 lx Construction Site Management Plan Compliance A construction site management plan conforming to Atlantic Beach City Code Sec 6 -18 has been approved as a part of this building permit. The Construction site management plan was approved based upon the following information. ere// LA (o.) 1'c-b 7 6 /3ydl/C rek- 4,7 elk /d G t' 1. Parking plan - parking plan showing how site will be accessed and all onsite and abutting street parking areas. fa.k o wrt'I it 011 (e kc v ;f / 11diAit amid h /NC d„„A s. 7-h,s !S rtt 4+ $44.e", ca.r -p ,/- ,alt' 4 4 .// 2. Location of construction trailers, loading /unloadir} area and material storage area. " /et Gr two Corp tv 1( 4e ba.4 Pt- 3. Location of chemical toilet area - chemical toilets must be kept out of City right -of -way and not further than 15 feet from structure under construction. WE glTt P/.4+ 4. Location of dumpster - dumpster must be from approved waste company (in accordance with Chapter 16 City Code). As of 2009, approved dumpster companies for Atl. Beach are Advanced Disposal, Realco Recycling, and Shappells. Dumpsters are to have tarp covers or rigid covers on windy days. Dumpsters must be removed prior to issuance of Certificate of Occupancy or Completion. 5.EE =re a4,.. 5. Traffic control plan, showing access with dimensions, area to be stabilized, narrative on phasing of construction with adequate parking and delivery of materials. 6. Site cleanliness. Contractor must have the entire construction site cleaned by Friday of each week. This means removal of scrap lumber, concrete remnants and other such construction debris including cans, metal, plastic and paper. 7. Erosion and Sediment Control. Contractor must maintain all elements of the approved Erosion & Sediment Control Plan (silt fence, catch basin filters, etc.) until sod or other stabilization has been placed and approved by Public Works. 8. Other activities, where special conditions are identified by the Building Official. Failure to comply with the Construction Site Management Ordinance may result in a Stop Work Order being issued in accordance with City Code Sec. 6 -17 (3) Revised 6/2009 Z oS 0 Q ° - I _I n rq u 1. v - a AIL r w I. ,nfl p: o s x .3 ,% gka. 1 a , ;III" I 3 it 14i,-T J �r :mE 1 I -_t-` F.. 11 _ J i I ._ —.- --- - 1'+ ___________________________---------- _____ .... w lon - 1 tW U ti r.0 Q [ L Ii A, t i I Q .11 i 1 I 'i f I j vi l' i / I I` ?ii 11 1 ■ d 1 ' 1,6., F � , 0 1 ( ''I{1 , t 1 E :,I„ g. a. p N y K V7 z 1 I 11 'i ,�I - I w o _ .,. , . ° ; .9,: ❑ .-) ,' ;I: w x i 1J1 '. ` lb} V �� 1 'f.:: 0, ti; tl4 /:• a i ,, t f. I ;� /,s! ��I _ -- - . — -- r . 1 . , Mar -08 -12 04:45pm From - Morales Group 9042965846 T -293 P.03/03 F -287 Number Pages: 1 - NOTICE OF COMMENCEMENT Recorded 03/08/2012 at 03:23 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Permit No. _ RECORDING $10.00 Tax Folio No. t 4744?- Not . THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 1.Description of property (legal description): � O ' - 2 $ -2-9e �U 7 k/e* Ai (L/- i- 1�...0A umd- fro r a) Street (job) Address: /739 4-44 Affe , f.t &4., e - 7.2 2.General description of improvements: , -,- , • 4 • , l�rayl .. N . 6 „ O' I 4 , z,t 1 , n. 3.Owner Information a) Name and address: / 20 ‘ 4 . 04- el ei4 6, 1'-22 .. i ur ,. t 312_ i b) Name and address of fee simple titleholder (if other than owner c) Interest in property OW RC/ Contractor Information Vi a) Name and address: llt?ra /.05 Au,11 re-, 6' -e n._ oro M , 1 j , all'" -i Qt.- '72.2-1 6 b) Telephone No.: f!nY - 244 - 9". �i Fax No. (Opt.) V i'd(1 5.Surety Information a) Name and address: N f F4- - b) Amount of Bond: c) Telephone No.: - Fax No. (Opt.) 6.Lender a) Name and address: „, it Phone No. _ 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a) Name and address: b) Telephone No.: - Fax No. (Opt) 8.In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a) Name and address: b) Telephone No.: Fax No. (Opt.) 9.Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART J, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON TIIE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ^^^�� STATE OF FLORIDA p 1 7 COUNTY OF PFA1.7i�..►C D 10. Signature of Owner or Owner's Authorized Officer/Dircctor /Partner /Manager - R a. a F R T" M, 0_'-. L_E 1 E 7 5 , Prints Name The foregoing instrument was acknowledged before me this c c ' clay of ., u_:ty . _ , 20 1x- , by -e, r as C aa2.c )- (typpe of authority, e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed). Personally Known V OR Produced Identification Notary Signature ,jOe. Type of Identification Produced Name (print) CO Li- - F , 11 W5 re OR Verification pursuant to Section 92.525, Florida Statutes. Under penalties of , ec are4g �lbregiing and that the facts stated in it are true to the best of my knowledge and belief. i {� � � Notary Public -State of Ftarida My Comm. Expires Feb 26, 2015 ` FORMS/NOC.N9d2010 I Commission # EE 50126 Signature of Natiraf I, a.Signgtgpded I I iWI414